Construction of PCC Road & RCC Drain with cover from Badhi Tola transformer to house of mahesh to dr rakesh raushan in Ward No- 15

BILL OF QUANTITY Item L B D/H

1 Name Of Work नगर परिषद शेरघाटी अन्तर्गत वार्ड संख्या 15 मे बड़ही टोला ट्रैन्स्फॉर्मर से महेश के घर होते हुए डॉक्टर राकेश रौशन के घर तक पी सी सी सड़क व आर सी सी नाली निर्माण

2 Estimated Cost 1634700.00

3 Cost Of BOQ 5000.00

4 Amount Of Earnest Money 32,700

5 Bid Processing Fee (Through Online Payment) According to eproc-2

6 Time Of Completion 6 month

S.N S.O.R Items of Work Unit Quantity Rate Amount Original 200 3.70 0.45

1 2.8.1 Earth work in excavation in foundation in trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms , lift upto 1.5 m . Including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m . ALL Kinds of soil. cum 48.85 360.70 17621.00

2 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. cum 48.32 411.70 19894.00

3 2.28 supplying and Filling in plinth with local sand and under floors including , watering , ramming consolidating and dressing complete. cum 74.16 287.30 21307.00

4 11.72 Providing designation 100 A one brick on Flat soling joints filled with local sand including cost of watering , taxes ,royalty all complete as per building specification and direction of E/I Sqm 53.44 267.70 14306.00

5 16.78.2 Construction of granular sub-base by providing close graded Material conforming tospecifications,mixing inamechanicalmix plantatOMC,carriageofmixedmaterialbytipperstoworksite, for all leads&lifts, spreading inuniformlayersof specified thickness with motor grader on prepared surface cum 140.19 1239.40 173748.00

6 4.1.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. cum 140.19 3998.10 560481.00

7 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttring , finishing and reinforcement - All work upto plinth level . In 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) cum 29.28 4688.30 137252.00

8 5.22.7B Providing Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete . Thermo-Mechanically Treated bars TMT Fe-500-10 mm dia. Kg 2277.26 92.60 210874.00

9 5.9.1 Providing centring and shuttring including strutting , propping etc. and removal of form for foundation , footings , bases of columns etc. for mass concrete. sqm 271.38 211.60 57423.00

10 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering . cum 12.21 123.90 1513.00

11 6.1.12/1 Brick work with Bricks of class designation 100A in Foundations and plinth in Cement Mortar 1:4(1 cement : 4 coarse sand) cum 25.86 4819.90 124627.00

12 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for. Lintels, beams, plinth beam sqm 16.97 404.70 6868.00

13 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns.Pillars, Piers, Abutments, Posts and Strut sqm 17.28 494.40 8543.00

14 Carraige Of Construction Material (5.36% extra GST added on Rate) 184136.00

Material Unit Qty. Rate Amount

Local sand Cum 74.97 326.61 24485.00

Coarse sand Cum 81.74 364.50 29795.00

Stone Chips Cum 149.65 774.05 115837.00

Total 184136.00

15 Seignorage Fee 18444.02

Material Unit Qty Rate Amount Seigniorage @10% of Total Rs :-

Coarse Sand m3 81.74 175.80 14370.23

Total 184440.19

16 Shilapat & Photograph 1 NOS 5000.00 5000.00

Say As.. Additional [email protected]%(excluding carriage and seigniorage) 72598.90

GRAND TOTAL 1634635.91

UD Div2 Gaya Jee UD Div2,Gaya Jee

UD Div2,Gaya Jee